AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - ABILENE DISTRICT
Last Update: Friday, May 3, 2013
| ITEMS 400 2002 TO 496 2288 |
| Item No | Description | Units | April 30, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2002 | STRUCT EXCAV (BOX) | CY | 738.000 | 15.00000 | 1 | ||
| 400 2003 | STRUCT EXCAV (PIPE) | CY | 1,060.400 | 15.00000 | 1 | ||
| 400 2005 | CEM STABIL BKFL | CY | 104.000 | 154.52000 | 206.700 | 147.30566 | 2 |
| 400 2023 | CEM STAB BKFL (BEHIND ABUTMENT) | CY | 110.200 | 159.00000 | 1 | ||
| 401 2001 | FLOWABLE BACKFILL | CY | 20.000 | 250.00000 | 1 | ||
| 403 2001 | TEMPORARY SPL SHORING | SF | 2,641.000 | 29.71034 | 2 | ||
| 416 2002 | DRILL SHAFT (24 IN) | LF | 213.000 | 200.00000 | 553.000 | 140.66908 | 4 |
| 416 2004 | DRILL SHAFT (36 IN) | LF | 272.000 | 230.00000 | 1,224.000 | 152.68889 | 3 |
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 760.000 | 125.28653 | 2 | ||
| 416 2030 | DRILL SHAFT (TRF SIG POLE) (24 IN) | LF | 57.000 | 90.00000 | 1 | ||
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 114.000 | 197.10526 | 2 | ||
| 416 2052 | DRILLED SHAFT (12 IN) | LF | 22.000 | 60.96909 | 2 | ||
| 420 2003 | CL C CONC (ABUT) | CY | 54.800 | 891.60584 | 102.400 | 823.92188 | 3 |
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 2.100 | 2,000.00000 | 1 | ||
| 420 2007 | CL C CONC (CULV) | CY | 306.300 | 875.00000 | 1 | ||
| 420 2008 | CL C CONC (WINGWALLS) | CY | 8.800 | 1,000.00000 | 1 | ||
| 420 2013 | CL C CONC (MISC) | CY | 2.300 | 1,500.00000 | 1 | ||
| 420 2035 | CL S CONC (CIP SLAB SPAN) | CY | 9.200 | 2,000.00000 | 1 | ||
| 420 2041 | CL C CONC (ABUT) (HPC) | CY | 23.600 | 1,200.00000 | 141.400 | 901.03960 | 3 |
| 420 2042 | CL C CONC (BENT) (HPC) | CY | 124.000 | 737.00000 | 1 | ||
| 420 2061 | CL S CONC (HPC) BAS | CY | 51.400 | 425.00000 | 102.800 | 431.50000 | 2 |
| 420 2062 | CL S CONC (HPC) REINF CONC SLAB | SF | 2,210.000 | 18.00000 | 5,270.000 | 18.95806 | 2 |
| 420 2065 | CL A CONC (STEPS) | CY | 12.700 | 1,500.00000 | 1 | ||
| 420 2068 | CL S CONC (HPC) (SLAB) | CY | 23.300 | 1,200.00000 | 46.600 | 955.00000 | 2 |
| 420 2256 | CL S CONC (APPR SLAB) (HPC) | CY | 154.000 | 402.00000 | 1 | ||
| 420 2284 | CL C CONC (PARAPET) | CY | 5.700 | 3,400.00000 | 5.700 | 3,400.00000 | 1 |
| 422 2001 | REINF CONC SLAB | SF | 4,058.000 | 47.48546 | 4,058.000 | 47.48546 | 2 |
| 422 2003 | REINF CONC SLAB (HPC) (CL S) | SF | 19,600.000 | 16.70000 | 1 | ||
| 423 2005 | RETAINING WALL (TEMP WALL) | SF | 1,104.000 | 29.85000 | 1 | ||
| 423 2009 | RETAINING WALL (SOIL NAILED) (FACIA) | SF | 4,435.000 | 4.07000 | 1 | ||
| 423 2012 | RETAINING WALL (CAST - IN - PLACE) | SF | 5,921.000 | 35.16889 | 2 | ||
| 425 2017 | PRESTR CONC SLAB BEAM (5SB15) | LF | 469.520 | 180.00000 | 717.020 | 173.09643 | 3 |
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 2,779.000 | 133.00000 | 1 | ||
| 425 2067 | PRESTR CONC GIRDER (TX46) | LF | 447.500 | 144.74999 | 1 | ||
| 425 2100 | PRESTR CONC BOX BEAM (5XB20) | LF | 258.000 | 237.00000 | 258.000 | 237.00000 | 1 |
| 427 2005 | EPOXY PAINT FINISH | SF | 577.000 | 11.77860 | 3,990.000 | 3.34793 | 5 |
| 428 2001 | CONC SURF TREAT (CLASS I) | SY | 130.000 | 6.00000 | 312.000 | 5.41667 | 3 |
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 773.900 | 6.23634 | 3,427.900 | 4.20814 | 4 |
| 429 2008 | CNC STR REP (VERTICAL OR OVERHEAD) | SF | 45.000 | 180.00000 | 161.700 | 68.13544 | 2 |
| 430 2001 | CL C CONC FOR EXT STR (CULV) | CY | 302.080 | 900.00000 | 1 | ||
| 430 2004 | CL S CONC FOR EXT STR (SLAB) | CY | .100 | 25,000.00000 | 1 | ||
| 430 2020 | CL C CONC FOR EXT STR (CULV) (4'X 2') | LF | 4.000 | 306.00000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 447.200 | 495.58602 | 3 | ||
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 88.000 | 521.44955 | 759.000 | 429.94277 | 6 |
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 423.000 | 275.00000 | 1 | ||
| 432 2041 | RIPRAP (STONE COMMON) (DRY) (18 IN) | CY | 59.000 | 200.00000 | 59.000 | 200.00000 | 1 |
| 432 2050 | RIPRAP (CONC) (CL B) (5 IN) | CY | 7.600 | 500.00000 | 1 | ||
| 432 2066 | RIPRAP (CONC) (CL B) | CY | 50.100 | 567.86427 | 2 | ||
| 432 2084 | RIPRAP (CONC) (CL B) (4") | CY | 17.150 | 567.51953 | 1 | ||
| 438 2002 | CLEAN AND SEAL EXIST JOINTS | LF | 76.000 | 40.00000 | 76.000 | 40.00000 | 1 |
| 442 2048 | STRUCTURAL STEEL (MISC NON - BRIDGE) | LB | 1,084.000 | 4.50000 | 1 | ||
| 446 2003 | CLEAN & PAINT EXIST STR (SPL PROT SYS) | LS | 1.000 | 137,882.50000 | 1.000 | 137,882.50000 | 1 |
| 450 2001 | RAIL (TY T101) | LF | 100.000 | 75.00000 | 1 | ||
| 450 2011 | RAIL (TY T6) | LF | 400.000 | 46.00000 | 1 | ||
| 450 2022 | RAIL (TY T1 - 101R) | LF | 1,000.000 | 40.00000 | 1 | ||
| 450 2025 | RAIL (TY PR1) | LF | 436.000 | 85.00000 | 1 | ||
| 450 2064 | RAIL (TY C221) | LF | 70.000 | 150.00000 | 1 | ||
| 450 2073 | RAIL (HANDRAIL) (TY B) | LF | 280.000 | 100.00000 | 1 | ||
| 450 2155 | RAIL (TY T223) (RETROFIT) | LF | 362.000 | 100.00000 | 1 | ||
| 450 2161 | RAIL (TY T223) | LF | 272.000 | 100.00000 | 496.000 | 104.06452 | 3 |
| 450 2187 | RAIL (T223) (MOD) | LF | 480.000 | 80.00000 | 1 | ||
| 450 2206 | RAIL (TY T223) (HPC) | LF | 128.000 | 100.00000 | 252.000 | 85.23810 | 2 |
| 452 2002 | REMOV RAIL (METAL ELEMENTS) | LF | 220.000 | 4.50000 | 1 | ||
| 452 2007 | REMOVE RAIL (TY 6) | LF | 362.000 | 4.00000 | 1 | ||
| 454 2005 | ARMOR JOINT (WITH SEAL) | LF | 134.000 | 107.26418 | 426.000 | 84.67465 | 6 |
| 460 2015 | CMP AR (GAL STL DES 3) | LF | 805.000 | 51.01366 | 2 | ||
| 462 2010 | CONC BOX CULV (6 FT X 3 FT) | LF | 468.000 | 395.00000 | 1 | ||
| 462 2014 | CONC BOX CULV (7 FT X 3 FT) | LF | 139.000 | 430.00000 | 1 | ||
| 464 2003 | RC PIPE (CL III) (18 IN) | LF | 27.600 | 50.00000 | 1 | ||
| 464 2007 | RC PIPE (CL III) (30 IN) | LF | 571.000 | 96.12084 | 2 | ||
| 464 2009 | RC PIPE (CL III) (36 IN) | LF | 852.000 | 135.00000 | 1 | ||
| 464 2062 | RC PIPE (ARCH) (CL III) (DES 1) | LF | 75.800 | 180.00000 | 1 | ||
| 464 2064 | RC PIPE (ARCH) (CL III) (DES 3) | LF | 552.800 | 205.00000 | 1 | ||
| 465 2001 | INLET (COMPL) (TY C) | EA | 4.000 | 2,000.00000 | 1 | ||
| 465 2002 | INLET (COMPL) (TY E) | EA | 3.000 | 1,500.00000 | 1 | ||
| 465 2003 | INLET (COMPL) (TY H) | EA | 2.000 | 2,000.00000 | 1 | ||
| 465 2004 | INLET (COMPL) (TY S) | EA | 1.000 | 3,800.00000 | 1 | ||
| 465 2097 | INLET (COMP) (GRATE) | EA | 4.000 | 5,057.40000 | 1 | ||
| 465 2122 | INLET (COMPL) (SPL) | EA | 2.000 | 5,000.00000 | 1 | ||
| 465 2161 | INLET (COMPL) (TY H) (MOD) | EA | 4.000 | 5,057.40000 | 1 | ||
| 465 2490 | INLET EXT (SPL) | EA | 2.000 | 5,000.00000 | 1 | ||
| 466 2005 | WINGWALL (SW - 0) (HW=3 FT) | EA | 3.000 | 3,000.00000 | 1 | ||
| 466 2019 | WINGWALL (FW - 0) (HW=3 FT) | EA | 2.000 | 3,000.00000 | 1 | ||
| 466 2025 | WINGWALL (FW - 0) (HW=9 FT) | EA | 1.000 | 8,500.00000 | 1 | ||
| 466 2048 | WINGWALL (PW) (HW=4 FT) | EA | 1.000 | 2,040.00000 | 1 | ||
| 466 2054 | WINGWALL (PW) (HW=10 FT) | EA | 1.000 | 18,700.00000 | 1 | ||
| 466 2127 | HEADWALL (CH - PW - 0) (DIA= 30 IN) | EA | 1.000 | 1,020.00000 | 1 | ||
| 467 2188 | SET (TY I) (S= 6 FT) (HW= 4 FT) (6: 1) (P) | EA | 1.000 | 7,500.00000 | 1 | ||
| 467 2192 | SET (TY I) (S= 7 FT) (HW= 3 FT) (6: 1) (P) | EA | 4.000 | 5,500.00000 | 1 | ||
| 467 2193 | SET (TY I) (S= 7 FT) (HW= 4 FT) (6: 1) (P) | EA | 1.000 | 8,200.00000 | 1 | ||
| 467 2251 | SET (TY II) (30 IN) (CMP) (3: 1) (C) | EA | 1.000 | 714.00000 | 1 | ||
| 467 2290 | SET (TY II) (30 IN) (RCP) (6: 1) (P) | EA | 2.000 | 3,000.00000 | 1 | ||
| 467 2292 | SET (TY II) (36 IN) (RCP) (6: 1) (P) | EA | 2.000 | 2,500.00000 | 1 | ||
| 467 2330 | SET (TY II) (DES 3) (CMP) (6: 1) (C) | EA | 4.000 | 910.00000 | 1 | ||
| 467 2371 | SET (TY II) (DES 1) (RCP) (6: 1) (P) | EA | 1.000 | 750.00000 | 1 | ||
| 467 2470 | SET (TY II) (DES 3) (CMP) (3: 1) ) (P) | EA | 32.000 | 700.00000 | 1 | ||
| 471 2003 | GRATE & FRAME | EA | 4.000 | 1,820.00000 | 1 | ||
| 496 2002 | REMOV STR (INLET) | EA | 4.000 | 632.20000 | 1 | ||
| 496 2004 | REMOV STR (SET) | EA | 1.000 | 500.00000 | 1 | ||
| 496 2007 | REMOV STR (PIPE) | LF | 68.000 | 6.00000 | 1 | ||
| 496 2009 | REMOV STR (BRIDGE 0 - 99 FT LENGTH) | EA | 3.000 | 13,000.00000 | 5.000 | 18,960.00000 | 5 |
| 496 2010 | REMOV STR (BRIDGE 100 - 499 FT LENGTH) | EA | 1.000 | 53,300.00000 | 1 | ||
| 496 2013 | REMOV STR (BRIDGE SLAB) | EA | 1.000 | 28,000.00000 | 1.000 | 28,000.00000 | 1 |
| 496 2288 | RMV STR (BRDG DEC SLAB BEAM & RAIL) | EA | 2.000 | 10,000.00000 | 1 | ||
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